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WS-20-167Miami Shores Village 10050 NE 2 Ave Miami Shores FL 33138 305-795-2204 Location Address Issue Date: 03/30/202 Parcel Number 1156 NE 101ST ST, Miami Shores, FL 33138 1132050190250 Contacts Permit NO.: WS-01-20-167 Permit Type: Windows/Shutters Work Classification: Door Replacement Permit Status: Approved 0 Expirafion:09/28/2020 Rodolfo Gomez Owner HOME OWNER Contractor 1156 101 HOME OWNER Business: 3059516189 rodolforudygomez@gmail.com Description: REPLACE FRONT DOOR Valuation: $ 1,000.00 Inspection Requests: 305-762-4949 Total Sq Feet: 0.00 Fees Amount Application Fee - Other $50.00 CCF $0.60 DBPR Fee $2.00 DCA Fee $2.00 Education Surcharge $0.20 Scanning Fee $9.00 Technology Fee $2.75 Windows/Shutters Fee $60.00 Total: $126.55 Payments Date Paid Amt Paid Total Fees $126.55 Credit Card 03/30/2020 $76.55 Credit Card 01/23/2020 $50.00 Amount Due: $0.00 Building Department Copy In consideration of the issuance to me of this permit, I agree to perform the work covered hereunder in compliance with all ordinances and regulations pertaining thereto and in strict conformity with the plans, drawings, statements or specifications submitted to the proper authorities of Miami Shores Village. In accepting this permit I assume responsibility for all work done by either myself, my agent, servants, or employes. I understand that separate permits are required for ELECTRICAL, PLUMBING, MECHANICAL, WINDOWS, DOORS, ROOFING and SWIMMING POOL work. OWNERS AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. Futhermore, I authorize the above named contractor to do the work stated. ff,u rize Si re: O ner / Applicant / Contractor / Agent Date 0 2�2 U March 311�-,'266 Page 2 of 2 A Miami Shores Village CQ/y�i�c•e � � b ),--, 0 Building Department 10050 N.E.2nd Avenue, Miami Shores, Florida 33138 Tel: (305) 795-2204 Fax: (305) 756-8972 INSPECTION LINE PHONE NUMBER: (305) 762-4949 BUILDING PERMIT APPLICATION RECEIVED JA 2 3 2020 BY: 0" FBC 20 Master Permit No.(AIS` d 1 - 2-6 -1 (0-4 Sub Permit No. O'BUILDING ❑ ELECTRIC ❑ ROOFING ❑ REVISION ❑ EXTENSION ❑RENEWAL ❑PLUMBING ❑ MECHANICAL ❑PUBLIC WORKS ❑ CHANGE OF ❑ CANCELLATION ❑ SHOP A ' CONTRACTOR DRAWINGS JOB ADDRESS: 1 IK-& /y L l d t ST City: Miami Shores County: Miami Dade Zip: -33139 Folio/Parcel#: Is the Building Historically Designated: Yes NO Occupancy Type: Load: Construction Type: Flood Zone: BFE: FFE:: OWNER: Name (Fee Simple Titleholder): ROA416 6LO, Phone#: Address: / t !�-(o N 9 �0 !rT City: MA t+V%-% S;"M Tenant/Lessee Name: Email: D0�0 CONTRACTOR: Company Name: Address: City: Qualifier Name: State Certification or Registration #: DESIGNER: Architect/Engineer: State: ��-- Zip: L �'f (\,1 el Phone#: hone#: Certificate of Competency #: Phone#: Address: City: State: Zip: Value of Work for this Permit: $ /0 d 0 Square/LinearFootage of Work: 31 Type of Work: ElAddition /❑ Alteration El New U Repair/Replace ❑ Demolition Description of Work: C�R� /I¢C�� �j'b"K A Specify color of color thru tile: Submittal Fee $ Q Permit Fee $ CCF $ CO/CC $ I, Scanning Fee $ Radon Fee $ DBPR $ ' Notary $' Technology Fee $ Structural Reviews $ Training/Education Fee $ Double Fee $ Bond $ TOTAL FEE NOW DUE $6 - (Revised02/24/2014) PF Bonding Company's Name (if applicable) Bonding Company's Address City State Mortgage Lender's Name (if applicable) _ Mortgage Lender's Address City State Zip Zip Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRIC, PLUMBING, SIGNS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, AIR CONDITIONERS, ETC..... OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. f`i "WARNIiO`OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEF64".RECORDING `YOhJ,R;N©Til2E OFrrnMMENCEMEl4- ,,,, (!„� Notice to Applicant: As a condition to the issuance of a building permit with an es tl►rr%ted ,'val7i� exceNdin $2300,rthe applicant must promise in goor) f lti2iiat a copy of the notice of commencement and construction lien law brogfgqei11 be clel'v rJd!fle person whose properyis subject to attachment. Also, a certified copy of the recorded notice of commencement must be -posted altf a job site for the first inspection which occurs seven (7) days after the building permit is issued. In the absence of such posted notice, the inspection will not be approved and a reinspection fee will be charged. Signature 0 ER or AGENT The foregoing instrument was acknowledged before me this Signature CONTRACTOR The foregoing instrument was acknowledged before me this 6kJ, who is personally known to who is personally known to me or who has produced H, --o-Z.1 �f- %C`tJ13'a-sP me or who has produced identification and who dfd•ttake an oath. identification and whp did,take an oath. .� U 'I NOTARY PUBLI 1 NOTARY PUBLIC: Sign: Sign: Print: ((`(�.� Print: Seal: APPROVED BY _ (Revised02/24/2014) SINDIA ALVAREZ MY COMMISSION # GG 238273 EXPIRES: September 3, 2022 41-4v Seal: as Plans Examiner Zoning Structural Review Clerk Property Search Application - Miami -Dade County Page 1 of 1 -7 OFFICE OF to THE Summary Report Property Information Folio: 11-3205-019-0250 Property Address: 1156 NE 101 ST Miami Shores, FL 33138-2607 Owner RODOLFO R GOMEZ &W SUSANA F Mailing Address PO BOX 531155 MIAMI, FL 33153-1155 USA PA Primary Zone 1100 SGL FAMILY - 2301-2500 SQ Primary Land Use 0101 RESIDENTIAL - SINGLE FAMILY: 1 UNIT Beds / Baths 1 Half 2/2/0 Floors 1 Living Units 1 Actual Area 1,981 Sq.Ft Living Area 1,258 Sq.Ft Adjusted Area 1,645 Sq.Ft Lot Size 8,775 Sq.Ft Year Built 1950 Assessment Information Year 2019 2018 2017 Land Value $331,485 $315,734 $315,734 Building Value $123,375 $123,375 $114,492 XF Value $3,385 �� $3,424 $3,464 Market Value $458,245 $442,533 $433,690 Assessed Value $278,499 $273,307 $267,686 Benefits Information Benefit Type 2019 2018 2017 Save Our Homes Assessment $179,746 $169,226 $166,004 Cap Reduction Homestead Exemption $25,000 $25,000 $25,000 Second Exemption $25,000 $25,000 $25,000 Homestead Note: Not all benefits are applicable to all Taxable Values (i.e. County, School Board, City, Regional). (Short Legal Description MIAMI SHORES SEC 8 REV PB 43-67 LOT 2 BILK 177 LOT SIZE 75.000 X 117 OR 18258-0970 0898 1 COC 23940-4487 10 2005 6 Generated On : 1/23/2020 Taxable Value Information 2019 2018 2017 County Exemption Value $50,000 $50,000 $50,000 Taxable Value $228,499 $223,307 $217,686 School Board Exemption Value $25,000 $25,000 $25,000 Taxable Value $253,499 $248,307 $242,686 City Exemption Value $50,000 $50,000 $50,000 Taxable Value $228,499 $223,307 $217,686 Regional Exemption Value $50,000 $50,000 $50,000 .............. Taxable Value $228,499 $223,307 $217,686 Sales Information Previous Sale Price OR Book -Page Qualification Description 10/01/2005 $605,000 23940-4487 Other disqualified 07/01/2005 $539,000 23643-2207 Other disqualified 08/01/1998 $159,000 18258-0970 Sales which are qualified 02/01/1988 1 $94,000 13584 1164 Sales which are qualified The Office of the Property Appraiser is continually editing and updating the tax roll. This website may not reflect the most current information on record. The Property Appraiser and Miami -Dade County assumes no liability, see full disclaimer and User Agreement at http://www.miamidade.gov/info/disclaimer.asp https://www8.miamidade.gov/Apps/PA/propertysearch/ 1/23/2020 Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 OWNER BUILDER DISCLOSURE STATEMENT NAME: odo�}a (�c,ny amvwAOX- DATE: ADDRESSi,, `? (Sty N � �O( S� jr'(I it -ter .��'r� , L 3313 c$ Do hereby petition the Village cf Miami Shores to act as my own contractor pursuant to the laws of the State of Florida, F.S 489.103(7). And I have read and understood the following disclosure statement, which entitles me to work as my own contractor; I further understand that I as the owner must appear in person to complete all applications. State Law requires construction t6 be done by a licensed contractor. You have applied for a permit under an exception to the law. The exemption allows you, as the owner of you(`property, to act as your own contractor even though you do not have a license. You must supervise the construction yourself. You may build or improve a one -family or two-family residence. You may also build or improve a commercial building at a cost of $25,000.00 or less (The new form states 75,000). The building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease a building you have built yourself within one year after the construction is complete, the law will presume that you built for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as a contractor. It is your responsibility to make sure the people employed by you hive licenses required by state law and by county or municipal licensing ordinances. Any person working on your building who is not license must work under your supervision and must be employed by you, which means that you must deduct F.I.C.A and with -holdings tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, buildings codes and zoning regulations. Please read and initial each paragraph. 1. 1 understand that state law requires construction to be done by a licensed contractor and have applied for an owner -builder permit under an exemption from the law. The exemption specifies that I, as the owner of the property listed, may act as my own contractor with certain restrictions even though I do not have a license. Initial 2. 1 understand that building permits are not required to be signed by a property owner unless he or she is responsible for the construction and is not hiring a licensed contractor to assume responsibility. Initial 3. 1 understand that, as an owner builder, I am the responsible party of record on a permit. I understand that I may protect myself from potential financial risk by hiring a licensed contractor and having the permit filed in his or her name instead of my own name. I also understand that the contractor is required by law to be licensed in Florida and to list his or license numbers on permits and contracts. Initial 4. 1 understand that I may build or improve a one family or two-family residence or a farm outbuilding. I may also build or improve a commercial building if the costs do not exceed $75,000. The building or residence must be for my use or occupancy. It may not be built or substantially improved for sale or lease. If a building or residence that I have built or substantially improved myself is sold or leased within 1 year after the construction is complete, the law will presume that I built or substantially improved it for sale or lease, which violates the exemption. r Initial S. I understand that, as the owner -builder, I must provide direct, onsite supervision of the construction. Initial 6. 1 understand that I may not hire an unlicensed person to act as my contractor or to supervise persons working on my building or residence is my responsibility to ensuFeihatilie persons whom I employ have the license required by law and by co my or municipal ordinance. f' Initial �.� • i 7. 1 understand that it is frequent practices of unlicensed persons to have the property owner obtain an owner -builder permit that erroneously implies that the property owner is providing his or her own labor and materials. I, as an owner -builder, may be held liable and subjected to serious financial risk for any injuries sustained by an unlicensed person or his or employees while working on my property. My homeowner's insurance may not provide coverage for those injuries. I am willfully acting as an owner -builder and am aware of the limits of my insurance coverage for injuries to workers on my property. Initial 8. 1 understand that I may not delegate the responsibility for supervising work to be a licensed contractor who is not licenses to perform the ' work being done. Any person working on my building who is not licensed must work under my direct supervision and must be employed by me, which means that I must comply with laws requiring the withholding of federal income tax and sociaksecurity contributions under the Federal Insurzrke Contributions Act (FICA) and must provide worgem cctrYtpVnsatioq+fdr the dmplb�&e`I understand that my failure to follow these may subject to serious financial risk. Initial 9. 1 agree that, as the party legally and financially responsible for this proposed Construction activity, I will abide by all applicable laws and requirement that govern owner -builders as well as employers. I also understand that the Construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. Initial 10. 1 understand that I may obtain more information regarding my obligations as an employer from the Internal Revenue Service, the United States Small Business Administration, and the Florida Department of Revenues. I also understand that I may contact the Florida Construction Industry Licensing Board at 850.487.1395 or http://www.myfloridalicense.com/dbpr/pro/cilb/index.htmi Initial 11. 1 am aware of, and consent to; an owner -builder building permit applied for in my name and understands that I am the party legally and financially responsible for the proposed construction activity at the following address: r A9 06 ((� -9�� ^ t Initial 12. 1 agree to notify Miami Shores Village immediately of any additions, deletions, or changes to any of the information that I have provided on this disclosure. Initial Licensed contractors are regulated by laws designed to protect the public. If you contract with a person who does not have a license, the Constr4uction Industry Licensing Board and Department of Business and Professional Regulation may be unable to assist you with any financial loss that you sustain as a result of contractor may be in civil court. It is also important for you to understand that, if an unlicensed contractor or employee of an individual or firm is injured while working on your property, you may be held liable for damages. If you obtain an owner -builder permit and wish to hire a licensed contractor, you will be responsible for verifying whether the contractor is properly licensed and the status of the contractor's workers compehsation coverage. Before a building permit can be issued, this disclosure statement must be completed and signed by the property owner and returned to the local permitting agency responsible for issuing the permit. A copy of the property owner's driver license, the notarized signature of the property owner, or other type of Wrification acceptable to the local permitting agency is required when the permit is issued. Was acknowledged before me this 9-3 day of {>t� 1 , 20 ',2'�) By 4 t��_Y� �jOA�`who was personally known to me or who has ��� Produced there license or"l ,-� L— b���- as identification. , ti «'�"•.;: SINDIA ALVAREZ i %QYIZ., MY COMMISSION p GG 238273 O ER NO l r ; EXPIRES: September 3, 2022 Bonded Thru Notary Public Underwriters c Miami Shores Village Building Department 10050 N.E.2nd Avenue Miami Shores, Florida 33138 Tel: (305) 795.2204 Fax: (305) 756.8972 Inspection requirements for: Windows, Doors, Skylights or Fixed Glass (cladding) Permits Upon issuance of permits for the scope of work involving the removal, changing and/or replacement of any type of windows, doors, sidelites, skylights or fixed glass (cladding) the permit holder or qualifier bearing his signature on the permit application shall abide by the requirements of this department and comply with the following statement: Upon obtaining window and/or door permits for the installation of same, it is the responsibility of the permit holder to request window/door framing in -progress inspection, prior to concealment of any horizontal or vertical clip mullion, bucks, shims, etc. Inspector will also verify anchor type, edge distance, embedment and spacing. The purpose for this inspection, is for the verification of conformance with Product Approval (NOA). Acknowledgement: ualifi / wner S ature Date Print Name 3/4/2020 Florida Building Code Online 0 075Y'r 3. 'c o BCIS Home i Log In User Registration I Hot Topics i Submit Surcharge i Stats & Facts Publications 1 Contact Us I SCIS Site Map l Links ! Search , Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List Search Criteria Refine Se" arc I Code Version 2017 FL# Application Type ALL Product Manufacturer 18320 ALL Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL ALL Search Results - AePlicatfioms0FL#�yl}g Manufacturer Validated By Status 2 Revision SIW Impact Windows, LLC I Jesus Gonzalez, P.E. Approved Category: Exterior Doors (704) 813-8158 Subcategory: Swinging Exterior Door Assemblies *Approved by DBPR. Approvals by DBPR shall be reviewed and ratif" by4he•POC%and/&or4he•WnryiEsion if necessary. • ••• • • • • •• • •• • • • •• ••• •• Contact Us :: 2601 Blair Stone Road Tallahassee Phone: 850-487-1824 The State of Florida is an AA/EEO employer. C�gyrlght_2007-2013 State of Florida :: Priv • • • acy*aromeM • • gccessibilitV Statement :: Refund Statement ••Y • Under Florida law, email addresses are public records. If you $o qot waat your •-maiiJdress releasedin response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditionallnA. IfjSu Ravi a�y udkidns pl�a� 4ntact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter AS �F.S must prosi e e Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . https://www.floridabuilding.org/pr/pr_app_ist.aspx • 0 PPOdut�t ApproMva194cE4lpts: M = . • ••• • • • ••• 1/2 �i Florida Building Code Online Credit Card Safe . ......... . . . ... . ... . .. . . ... . . . .. . . .... ... . ....... .... ... . ..... . . .... . . . ,,, https://www.floridabuilding.org/pr/pr_app_Ist.aspx 2/2 Florida Building Code Online BCIS Home Log In I User Registration 1 Hot Topics i Submit Surcharge Stats & Facts Publications I Contact Us 1 BCIS Site Map I Unks I Search Fi ida UJ-' Product Approval USER: Public User �. Product ApQroval Menu > Product or Application Search > Apgkation List > Application Detail FL # FL18320-R2 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer SIW Impact Windows, LLC Address/Phone/Email 975 S Congress Ave Suite 102 Delray Beach, FL 33445 (561)274-9392 jdannecker@siwimpactwindows.com Authorized Signature Javad Ahmad veronica@afceng.com Technical Representative Chris McDonald Address/Phone/Email . : 915 S. Co4afeE•9ve *uae:N2:. .• • Dgtray.Bejgj, %�3445 (561)274-9392 . . cmcdonald@siwimpactwindows.com •.• . ... . Quality Assurance Representative . . .• . . ; Wi. Oia... . . ln�efna000 Address/Phone/Email 0 975 5. Congress Ave Suite 102 . . .. . .. % Defray Beach, Fle83445 . . . . . . . . . . .. .. . 1/4 https://www.#loridabuilding.org/pr/pr_app_dtl.aspx?param-wGEVXQwtDquvosrHazGXQWi%2bl Q2bJlg4zhIFiMOR11 neg8lvglizgQ%3d%3d Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code Florida Building Code Online (561)274-9392 wfernadez@siwimpactwindows.com Exterior Doors Swinging Exterior Door Assemblies Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Javad Ahmad PE-70592 National Accreditation and Management Institute 12/31/2020 Jesus Gonzalez, P.E. ✓ Validation Checklist - Hardcopy Received FL18320 R2 COI SS-500-9-10-11-12 OS A Door (LMM )-CI 2017.P-df Standard year TAS 201 1994 TAS 202 1994 TAS 203 1994 ............ . ... . . . . . .. . . . .. ... .. Product Approval Method , • • Method f Opren D. . . . . ..: . . . . . . . . . . . . . . . . . . . . . . . Date Submitted 0 . 12/1P/2017 ' Date Validated 12/12/2017 Date Pending FBC Approval *:i2,1$/23)17 ' Date Approved ;�'�; :02Z12r0.16 . . . ... . . . ... https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDquvosrHazGXQW i%2bl Q2bJlg4zhiFiMORi 1 neg8lvglizgQ%3d%3d 2/4 Florida Building Code Online FL # Model, Number or Name 18320.1 Series "500-10" Single Aluminum Outswing Entrance Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +55/-55 Other: See drawing W17-108 for installation details 18320.2 Series "500-11" Aluminum Outswing Entrance Door Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +50/-50 Other: See drawing W17-107 for span vs load combinations and installation details 8320.3/ /'Series "500-12" Aluminum Outswing Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +60/-60 Other: See drawing W17-55 for span vs load combinations. and . installation details. Description Large missile impact resistant aluminum outswing door Installation Instructions FL18320 R2 II SS-SIW 500-10 Alum OS ED (LMI)-2017 DWG W17-108.pdf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL18320 R2 AE SS-SIW 500-10 Single Alum OS (MII)-PAE 2017.12df Created by Independent Third Party: Yes Large missile impact resistant aluminum outswing door Installation Instructions FL18320 R2 II SS-SIW 500-11 Alum O$ ED (LM )-2017 DWG W 17-107.pdf Verified By: Javad Ahmad PE #70592 Created by Independent Third Party: Yes Evaluation Reports FL18320 R2 AE SS-SIW 500-11 Alum OS ED (LM)-PAE2017.E Created by Independent Third Party: Yes Large missile impact resistant aluminum outswing door Installation Instructions FL18320 R2 II SS-SIW 500-12 Alum OS_ (LMI)-2017 DWG W17- 5-5--P f Verified By: Javad Ahmad PE 70592 Created by Independent Third Party: Yes Ava{pation Reports FL18:20 R2 AE 55-5IW 500-12 Alum 05 (LMI)-PAE 2017.pdf Created by Independent Third Party: Yes r.—.-. 18320.4 Series "500-9" Aluminum Outswing Large missile impact resistant aluminum outswing door Door W/Wo Sidelitpgr Transom• • • • • Limits of Use Installation Instructions Approved for use in HVHZ: Yes Ft183•?0 R2 II SS-500-9 OS A Door (L)ujj)-2017 DWG W15-45.qd{ Approved for use outside HVHZ: Yes Verified By: Javad Ahmad PE# 70592 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +80/-80 ; •; Evaluation Reports . . . . . . • . . . https://wtivw.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQWi%2b1 Q2bJIg4zhIFiMORl1 neg>�IvglizgQ%3d%3d 3/4 3/4/2020 Florida Building Code Online Other: See drawing W15-45 for span vs load combinations and FL18320 R2 AE SS-500-9 OS A Door (LMI)-PAE 2017.12d installation details. Created by Independent Third Party: Yes _l( Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coto) right 2007-2013 State of Florida.:: Privacy Statement :: Accessibility Statemenj :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: iiCtecl EM Credit Card Safe .. .. . ....... . ....... % . • . . . • . • .... . .. ... 0.0 . . ... . . .. . .. . . ... . . . .. . . .... ... . ... . ....... .... ... . ..... . .. .. . • • • • • • • htts://www.floridabuildin or / r/ r a ' "' ' ' ' "' p g. g p p pp_dtl.aspx?param=wGEVXQwtDquvosrHazGXQWi%2b1Q26JIg4zhIFiMORllneg8lvglizgQ%3d963d 4/4 THESE DOORS ARE RATED FOR LARGE & SMALL MISSILE IMPACT. SHUTTERS ARE NOT REQUIRED. SERIES 600-12 ALUMINUM OUTSWING ENTRANCE DOOR APPROVAL APPLIES TO SINGLE(X) AND DOUBLE(XX) LEAF OUTSWING DOORS SEE SHEETS 2 & 3 FOR DESIGN LOAD CAPACITIES. SINGLE (X) AND DOUBLE (XX) DOORS WITH LOW-RISE AND HI -RISE THRESHOLDS ARE APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. SINGLE (X) DOORS WITH ADA THRESHOLD APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUITED, LIMIT MAX. EXTERIOR (+) LOADS TO 55.0 PSF DOUBLE (XX) DOORS WITH ADA THRESHOLD NOT APPROVED FOR WATER INFILTRATION RESISTANCE. SEE SHEET 4 FOR DETAILS. TAPS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF THE 2014 (5TH EDITION)/2017 (6TH EDITION) FLORIDA BUILDING CODE INCLUDING HIGH VELOCITY HURRICANE ZONE (HVHZ). 113Y OR 2BY WOOD BUCKS & BUCK FASTENERS BY OTHERS. MUST BE DESIGNED AND INSTALLED ADEQUATELY TO TRANSFER APPLIED PRODUCT LOADS TO THE BUILDING STRUCTURE. ANCHORS SHALL BE CORROSION RESISTANT, SPACED AS SHOWN ON DETAILS AND INSTALLED PER MANUFS INSTRUCTIONS. SPECIFIED EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. ALL SHIMS TO BE HIGH IMPACT, NON-METALLIC AND NON -COMPRESSIBLE. MATERIALS INCLUDING BUT NOT UMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF THE 2014/2017 FLORIDA BLDG. CODE & ADOPTED STANDARDS. THIS PRODUCT APPROVAL IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT. Le. LIFE SAFETY OF THIS PRODUCT, ADEQUACY OF STRUCTURE RECEIVING THIS PRODUCT AND SEALING AROUND OPENING FOR WATER INFILTRATION RESISTANCE ETC. CONDITIONS NOT SHOWN IN THIS DRAWING ARE TO BE ANALYZED SEPARATELY. AND TO 13E REVIEWED BY BUILDING OFFICIAL MANUFACTURER'S LABt7_ SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1709.9.2. lu 3/18- HEAT STREWD GLASS 1/4- HEAT STREN-O GLASS to n Z A % .090' interloyer .090' Interloyer By •KUrOrOy ArnerlCO. Inca AInerim, MAC.• °I W ; l 3/18' HEAT STTffM'D fI/LSS 1/4' HEAT STRENb CLASS 3 ^h �.I 7 17 \\ kF 7 ^ 13 12 Z 81 g k a f \ DOW 995 \ DOW 995 T { _ 2 GLASS TYPE 'A' GLASS TYPE I Ln 7/1•- OVERALL LAM. CLASS .` 9/18- OVERALL LAM. GLASS O 'GLAZING!OPTIONS° Vl rZ S W ~~ UZ� � 4 aim " �cn Imo cR 8 c� FL #18320 • • • • • • • •t�_w'•.TOR n :. r TU eE RESPONSIBLE FOR THE SELECTION. PURCHASE AND • • • • • • • • • ef5tR1ATION 0 `NAPS PRODUCT SASEO ON THIS PRODUCT EVALUATION /•,, • • • • • • • • ,\ sAW..... PIRMOED /SHE DOES NOT OVMTE FROM THE CONDITIONS OETAILED �� �.; •.. FY HE V•'�" g r • • • • • • • • • ON 'AR! OOCU6ENT. 0- TV" PRODUCT EVALUATION DOCUMENT WILL WE CONSIDERED RNKID B NO.7�. ANY ME ALTERED BY ANS. - C-FEE SPECIFIC PROJECTS FULL BE PREPARED UY A RNRDA RECPSTFRED = ENCI EDI OR ARCHITECT WHICH WILL BECOME n1E ENOW R OF RECORD (LOA.) �(t �•, �1 • • • • • • • • • • • A • far TILE VROJECT AND WHO WILT. 9E RESPONSIBLER THE PROPER • USE 00 TH& P.E.D. ENGINEER OF RECORD. ACTING AS A DELEGATED /" OF drawing n0. • • • • • • • • • • • • • • • • • • • 0"CINOW TO•THE PEO. ENOe1QR FILL SUBINT TO TNS LATTER THE SITE: • ��\ SWCW% D%"WM FOR REVIEW. �� _q •'•...... SEAL OF W17-55 • 000 • • •- TM PAID. SHALL BEAR THE DATE AM ONCINAL AM SIGNATURE •HE PROFVMONWL eJQEE R OF RECORD THAT PREPARED R. //r 1 10 A`�t tFT1 t t1 B--et 1 of • • ••• • • • • ••• • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • • ••• • • • ••• Sealed: 12/712017 s' 13• 3 3/4' MAX HO FAD/SY.L HEAD SLL 1 1 1 1 -44 it--- i 1 1 oFnONAL 11 i ^ -4 I ♦ W f O p 11 11 1 1 1 I ACiNE i SURFACE AP/ FALSE MUNTINS MAY BE USED 39 3/11 MAX. D.L. OPG. 49 3/8' MAX DOOR LEAF WIDTH TYPICN ELEVATION (X) / 101 3/8' MAX / FRAME WIDTH 3• HEAD ANCHORS 13• 3 3/4' MAX AT STLE ENDS . � (6) AT 3' O.C. HEAD/Slu l"J li 1 - , \ O I 1 I II I I I G N � \ 1 1 1 INACTIVE 1 I ACTIVE iRFACE APPLIED C C 1 III, FALSE MUNTWS MAY BE USED 39 1/4' MAX -SILL ANCHORS m V D.L OPG. AT STILE ENDS (5) AT 3' O.C. 49 1/4' MAX. DOOR LEAF WIDTH TALOAL QA If • • ••• •• • • • to (•XJ'l• • • ••• • • DOORS LOAD CAPACITY - PSF SINGLE DOORS (Y) CLASS FRAME ONS. LEAF DIMS. LDW-RISC k JR-R1S6 THRESHOLD TYPES WIDTH I HEIGHT WIDTH HEIGHT EXT. i MIT. - 'A' 39' 1: , 38-3/8• 118-1/8' BO.O 60.0 e 39' 144' 36-3/e• /4x-i/e" 80.0 60.0 49-3/8' 1 142-1/e' 55.0 55.0 APPROVED FOR WATER MEXTRATMN RESISTANCE. DOORS L0.1► CARAC�'Y 7 PSF • • • • • DOUBLE DOORS (XY) GLASS FRAME OBIS. LEAF DIMS. LOW-RISE Y W-FISH THRESHOLD TYPES WON HOLM wvw EXf 1211 R6-+�/ts tte-�/e' eoe •o.o 144E •t9-1 2-/ • •• • • APPROVED FOR � •• • • • • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• �Im u o � e a 8 DOORS WITH LOW-RISE THRESHOLD HI -RISE THRESHOLD Qp6 2� L SSSi$ N .. DOOR D-LO, DIMS, D.LO. HEIGHT - FRAME HEIGHT - 15.375" D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.625" 3 M D.LO. WIDTH (XX DOORS) a (FRAME WIDTH - 22.875)/2 S a CZ to ce 5 W � UK 3: R � 4UQ i N �Qm N (L � vi G n ZAP, a0 NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. FL #18320 No.70692 drowlnq no. _ ...W17-55 Sealed:1217/2017 3 3/4- MAX. SURFACE APPLIED FALSE ►HNiTIRS MAY BE USED ____L21 MAX. 101 3/8' MAX. FRAME WIDTH FRAME WIDTH 3• 13' 3' HEAD ANCHORS 13• MAX. 3 3/4' MAX. AT STILE AIDS MAX. /1 /1 (6) AT 3' D.C. YHEAp/SIL1 (Y/ 1 1 1 1 CORNERS 1 1 1 II II II',• 11 1 II / 11 1 I 11 11 11 I 'I 1� '1 it I 1 11 II 1 1� / I • I I I 1' 1 1 \ 1 ACTIVE 1 ' C2 39 3/8' MAX. D.L. OPG. 49 3/8' MAX. uvun I.W muln TYPICAL ELEVATION ( X ) -® 'r -- — i' 1 ' 'I � I I �\ / I I ==ii %n 1 I D ILTNE I M,'TIVE i SURFACE APPLIED FALSE MUNLWS I I I C2 11 1 1 Ii I I I I So MAY IE USED 39 1/4' MAX. �S81 ANCHORS m D.L. OPG. AT STILE ENDS (5) AT 3' O.C. 49 1/4' MAX. DOOR LEAF WIDTH TYPCAL EKZfA VDN• r s • • • • • DOOR OPTIONS • • • • • • • ♦ ••• • • • • we • DOORS LOAD CAPACITY - PSF SINGLE DOORS (X) GLASS FRAME DIMS LEAF DIMS. I ADA THRESHOLD TYPES 1YIDITI Hk7GF1T N'IDM HEIGHT EW + INT. - 'A' 39' 119-7/16' 38-3/8' 118-1/8' 80.0 60A 39 143-7/18' 36-3/8' 142-1/8' 80.0 60.0 .8. 52' 143-7/16' 49-3/8' 142-1/8' S5.0 1 —1 LIMIT MAX. 17CTERIOR +) LOADS TO 55.0 PSF FOR INSTALLATIONS wHETff WATER it#'4 ") RESISATNCE IS RE00. DOORS q FAP CI � DOUBLE DOO 701) • • • • • GLASS FRAME OIMS LEAF S. ADA THRESHOLD TYPES WIDTH I HF1CM I WIDTH I11E7(i1T EXT. + MT. - 'A' t 'W 76' 119-7/16 6-3/1 ' 118-1 BO D♦ I Bea 18' 1,01-3/8*1143-7/1 48-1f4' 142-1>8' SS.O• 510 • • NOT APPROVED FOR WIWt w,TER REWSATHCE • ••• • • • • Z kb 90 SHE cy 2 19Egg _ 114, 1�1 U1,20 DOOR D.L.O. DIMS. U a ._. D.L.O. HEIGHT = FRAME HEIGHT - 15.313" o $ D.L.O. WIDTH (X DOORS) FRAME WIDTH - 12.625' -tea D.L.O. WIDTH (XX DOORS) a (FRAME WIDTH - 22.875)/2 8 p�n cZc vl� SW N 1Q O. U N� tnrno NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 NOTE: VERIFY COMPLIANCE WITH EGRESS LIMITATIONS WHERE REQUIRED. i a A drowinq no. FL #18320 Sealed: 12J 7/2017 • • • • • • • • • • TYPICAL ANCHORS SEE ELEVATIONS y s FOR SPACING n m HECONCRETE BY OTHERS 3 FM MN. gill ®m m� t O *�666666 4 �i O ino SEE LEAF CORNER rMAIL ON SHEET 10 POURED a HARDENED HIGH STRENGTH GROUT f a _ SDOD PSI MN. NOT HY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD WARNG OPT;o"AL TO GROUT) C 1 TYPICAL ANCHORS —SEE ELEV. FOR SPACING •fAIPWO W—RISE THRESHOI FOR WATER RESISTANCE EDGE °"' p^ . I . I i 1 i l . I II I I i 1 LTT ••8• • • • • P 7 v J" KSI WN. • • • • • : •: .. TYPC)AL Ak HOR$ '. 7 ••'� • • ) • • • • • SEE ELEV. � ,. _< • • ' • • • • • • FOR SPACING HI —RISE THRESHSdY • NR'R'D FOR WAT& REMIANCE W/ ()n OlY APPR'O FOR WATER RESISTANCE NOT APPR'D FOR WATER RESISTANCE W/ ()W DOORS • • ••• • • • • ••• • • • • • • • • • • • • ••• • • • ••• �v P A 291�1mot 8 PP off FI. # 18320 11 \ \111 llllr °c W. T0562 drowtnq no. • a r �w�M WOOD BUCKS AND METAL STRUCTURE NOT BY SIW WINDOWS MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO THE BUILDING STRUCTURE. SEE .1 /4' DDl ULTRACON RY ' (Y1' (Fu-177 KSI, fy�1S5 KSI) M N. LENGTH 2-1/a r�—�^""� INTO 20Y WOOD 13UCKS OR WOOD STRUCTURES 1-1/2" MIN. PENETRATION INTO WOOD (HEAD/JAMBS) INTO CONC. OR BLOCKS ED INTO CONCRETE (HEAD/JAMBS) (!R�UlBY INTO BLOCKS 11sMeS)�' DIRECTLY INTO CONCRETE OR GROUT FILLED BLOCKS 1-3/4" MIN. EMBED INTO CONCRETE (HEAD/SILL/JAMBS) 1-3/4' MIN, EMBED INTO GROUT FILLED BLOCKS (JAMBS) 114" DW TEKS OR SELF DRILLING I SCREMIS (GRADE 5 CRS) INTO F.B.C. APPROVED MULLIONS OR INTO METAL STRUCTURES (HEAD/JAMBS) (3) THREADS MIN. PENETRATION BEYOND SUBSTRATE ALUMINUM: 1/8" THK. MIN. (6063-T5 MIN.) =CL: 1/8" THK. MIN. (Fy - 36 KSI MIN.) (STEEL IN CONTACT MR11 ALUGWM TO BE PLATED OR PAINTED) DKTAMM INTO CONCRETE AND MASONRY m 2-1/2" MIN. 1 bbff"511t0i.'TURE"s"1t'-"Mlkr INTO METAL STRUCTURE - 3/4" MIN. AT F AD. S&L OR JAM89 fo - 3000 PSt MM. C-90 CROUT FLLED BLOCK AT JAMBS fm - 2000 PSI MIN. ANCHORS MAY BE HEX OR FLAT HEAD. BLOCK BY OTHERS 28Y BUCK OR / STRUCTURE 4EDGE DIST. 9 8 ^ J n rYPK:AL ANCHORS SEE ELEVATIONS TYPIGIL ANCHORS SEE ELEVATIONS FOR SPACING FOR SPACM •• • • • • • ••• •• • ••• • • • • % • •• • • • •• ••• •• • • ••• • ••• • • • • • ••• • • • • • • • • • • • • • • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• MEGL STRUCTURE 1 F.fi.C. APPR'0 YUl11DN I °] �I SEE SEPARATE APPROVAL11 11 IS --- ,I Di l TYPICAL ANCHORS p �y O SEE ELEVATIONS LL 1@ FOR SPACING Iit�ass `". No. 706a2 FL #18320 TlnnnTT1 _ Sealed:I W/2017 drowinq no. W17-55 • • ••• • • • • ••• Sealed:12l712017 • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• 4.600 1 .094 j--1.900-^j I I- .655� �.655 4 l_ •750 2.000 .094 I L 1.000 1 �j .050 ,.365 t' j 1.365 062 -'�-2 J%1 oZ q 3 1 1 I--2-122 FRAME HEAD 1 HI -RISE THRESHOLD .078 3< CHAIR RAIL r .2ts .094...1r 0l14 4.1 MR; 1.238 1.238 INT. GLASS STOP .662� 1 �86z� 50416rw7iLF.too 4 Q V yt t O a rQ $` 4 040 z.°°° .076i.�F144 I j�-1.900� II IYP. .L_ 125 z.461 I .--t Q ii O - - 4_�..- ttR 6- LOCK-STl .200 EXTERIOR GLASS STOP 1S (7/18- LAM. GLASS) N 4 437 TOP RAIL .076 ,.070 L SNAP COVER 3 FRAME JAMB .540.540� I - T �y .050-1-365 t_L_ oso t.365 a T -.144 i{4 1 J _O „ --.- n 8<n '� .170 .036 1.059 .437 1.000/ T o.562 EXTERIOR GLASS STOP is (9/16• UM. GLASS) ,{., 1 , `r �j Z j a V ap 2.118-H 1 , 1.750 + 3� tnrnok� 8000 a JAMB SCREW COVER F�-3.000� 1.500 •299 31 FLUSH BOLT BLOCK TYR 1.939 .717.100 .062 3 ro .150- I 1.900-�i O • yL i5 n 5 @OTfOM RAIL 10 DOUBLE DOOR ASTRAGAL - • • • • • • • • • • u THRESHOLD COVER • • • • • • • 2.3e2 • . .: : : (:V• [- 125 r 250 I 9 ' 1.754 .094 '� No. - 655 1 .t5p_ 2.089 2.337- .094 L .750 1.250 078- • • -.4 4.601 z LOW-RISE THRESHOLD 1.375 1 SINGLE DOOR ASTRAGAL 4.632 • • • • • • • •- 1.2l9 Imo. • �' V, •.. A OF •� .•. •• ••. ••• ••. .,..ot}+or;��. a ADA THRESHOLD 7 INACTIVE STILE REINF. FL # 18320sheet drawing no. W17-55 7 of 10 Sealed: 1 2IT12017 • • ••• • • • • ••• • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• s 7 e LOCK OPTIONS: OPTION 01 STD, 3 POINT LOCK MAX. FRAME HEIGHT - 144 IN. MAX. LEAF WIDTH - 36-3/4 IN. MAX. DESIGN LOAD - +60.0 PSF -60.0 PSF STD. 3 POINT LOCK MAX. FRAME HEIGHT - 144 IN. MAX. LEAF WIDTH = 49-1/4 IN. MAX. DESIGN LOAD = +55.0 PSF -55.0 PSF OPTtox 02: STD. 3 POINT I OCK MAX. FRAME HEIGHT = 144 IN. MAX. LEAF WIDTH = 36-3/4 IN. MAX. DESIGN LOAD a +60.0 PSF -60.0 PSF STD, 3 POINT LOCK MAX. FRAME HEIGHT = 144 IN. MAX. LEAF WIDTH = 49-1/4 IN. MAX. DESIGN LOAD = +55.0 PSF -55.0 PSF ALM I EAR 3 POINT LOCK SYSTEM SERIES 2222 BY 'REGENT' N>L-TM LEAF: SENTINEL MULTIPOWT LOCK (W5110) BY 'ASHIAND• AT 36' FROM BOTTOM WITH THROW BOLT AT 36' FROM BOTTOM HANDLE ACTIVATES 6 PLY HOOK LOCK AND SHOOT BOLTS FLUSH BOLTS CONNECTED TO LOCK ENGAGING AT HEAD AND SILL KEY OPERATED ON EXTERIOR AND THUMB TURN ON KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INTERIOR FASTENED TO ACTIVE LOCK STILE WITH FASTENED TO ACTIVE LEAF LOCK STU WITI4 (2) 110 MACHINE SCREWS INACTIVE LFAF: CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN 3 ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON EDGE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34' FROM TOP 1 I I j 1 I %• i a ACINE\ i IIIICTNE\ 1 /ACIWE 1 G 7 e INACTIVE LEAF: CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN do ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON EDGE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34- FROM TOP 1 1 1 , j i 1 ACTIVE\ j 1, \ fLAC1Nk\ I / 1 ACTIVE LEAF WIDTH WIDTH i LEAF WIIYTIlj LEAF w10TN OPTION 93: STD, 3 POINT LOCK MAX. FRAME HEIGHT - 144 IN. MAX. LEAF WIDTH - 36-3/4 IN. MAX. DESIGN LOAD = +60.0 PSF —60.0 PSF STD, 3 POINT LOCK MAX. FRAME HEIGHT = 144 IN. MAX. LEAF WIDTH = 49-1/4 IN. MAX. DESIGN LOAD = +55.0 PSF —55.0 PSF AF:TAIF 1 F1c_ 3 POINT LOCK (DL01-6014) BY 'INTERLOCK USA• WITH THROW DOLT AT 36' FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON 94TERIOR AND ENGAGING FRAME AT HEAD AND SILL FASTENED TO ACTIVE LOCK STILE WITH (2) 012-24 X 1/2- FH MACHINE SCREWS D4AL-TIVE LEAF: CONCEALED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN k ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON EDGE OF LEAF STILE LOCATED AT 13-1/2' FROM BOTTOM AND 34' FROM TOP I / I S / I W , \ 1 \ I ACME ' I I LEAF WIDTH HINGES: 4- X 4- ST. STEEL BUTT HINGES (DSB4NB OR S44ND) AT 13' FROM TOP AND BOTTOM ENDS AND 21-1/2. O.C. MAX. • • • • • • • • • • HNGE ATTACHED TO DOOR FRAME AND DOOR STILE • • • • • • • • • USING (4) /12 X 1/2- FH MS • . • • • • • • • • 5 HINGES PER LEAF (LIPTO 120- Moir) • • • • • • • • • • • • • • • • • • • • • 6 HINGES PER LEAF (ABOVE 120' HEIGHT) • • • • • • • • . ....... .... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... N0.70502 ��� •.. A F drowinq a no. ^� �� W17-55 FL # i 8320 flitltah.et S off 1_0 Sealed:12f//2017 z7 n Z or; °2 a Q A� ggo a DOOR AM TOP CORNER 4 HI —RISE THRESHOLD CORNER J J N O_ v W M 9 In Z ,n m= j V V i Om n aV01 -� 0^i0 SEALANTS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. i o 27 e / • • • • • i ,• • o • •• • • �•'• •• • `IIUi1tUU Ir c • • •• •.• •• `�� ��•� //ice n - No.7D582 — 8 • • • • • • • • • •'•. ; drawing no. 000 LOW-RISE THRE ADA THRESHOLD CORN FL #1$320 ///S��,1 j11```� s1lYset g ot10 I7�Y I PART / RfiQD. DESCRIPTION • • • • • • • • • • •• •• • • • •• •• • • • ••• • • • ••• IYAT'BAW7. YANF./SUPPW6R/aau�.rtc , SIWSOS 1 FRAME MFAD/SK1 6063-T8 - 2 SIWS15 t LOW-PoSE THRESHOLD 6063_T6 - 3 SIW506 2/DOOR FRAME JAYS 8063-T8 - 4 SN1502 1/ LEAF DOOR TOP RAIL 0003-TO - S SNYS36 t/ LEAF DOOR 80ROIA RAIL 6 SIW50J 2/ LEAF FLANGE STILE/LOCK STILE 8063-TB - 7 0 slWgoe SlWS46 ,/ LEAF INACTIVE STILE REINFORCING Bo03-TB 6063-T6 - 1 ADA TFWESNOLO 8A SNY547 1 THRESHOLD COVER 8063-T6 8 SfW511 AS REOD. JAMB SCREW GIVER 606J-T6 - 10 S1WS08 AS REOD. DOABLE DOOR ASTRAGAL 0003-T6 - 10A SAY535 AS REOD. SINGLE DOOR ASTRAGAL 6063-T6 it SNf5t0 AS RE00. SCREW COVER 808J_75 _ 12 S,Yf512 AS REOD. INTERIOR CLASS STOP BD63-T5 - ,2.1 SIWS.D AS t1E0D. DITTRI0R GLASS STOP SQUARE 6063-T5 13 SIW513 AS READ. EXTERIOR CLASS STOP (7/i0' 1A11. CLASS) 600.i-TB - 1J.1 SAYS{1 AS REOD. EXTERIOR GLASS STOP S(XIARE (7/18� LAM. CLASS) 6063-TB 14 $IW544 AS REOD. EXTERIOR CLASS STOP (8/18' LAM. CLASS) 6063-TO ,5 8010E - BULB 1YS1WPP8FC VINYL CENTRAL PLSIICS 16 W313 - O_LON TYSTRPRNO VINYL Sa1lECEl t7 5530 AS REOD. AS REOD. INTERIOR GLAZING GASKET (DUROLIETER 70t5) SAFlfOPRENE BY CENTRAL PLASTICS 17A 5531 EXTERIOR -GLAZING CASKET (DIIROIYETER 70t5) SAFTTUPREl� 8Y CENTRAL PLASTICS 18 W2320111N0020 AS ROD. FINSEAL PlE WSTRPPOIG _ �iq�•Ag 20 /8 % 1/2' - ASTRAGAL SCREWS PH SL6 - AT 4' FROM ENDS At 8' O.C. 21 /8 X 1/z' AS REDO. GLASS STOP SCREWS SELF ORXLNFC - AT 8' FROM ENDS h 1S' O.C. MAX. 22 �12 X 1-1/4� - FIX. PANEL SCREWS PH 91S AT 6' FROM ENDS 0: 17' O.C. MAX. 24 STH4fq 4/LEAF BUR f8NCE5 - ST. STEEL 5TAWLES$ STEEL FM1 SMS 27 /12 X 2' 1/ CORNER FRALIE AND LEAF ASSEMBLY SCREWS 28 /12 X i/2' AS REDO. FQX:E ASSEMBLY 9CREW5 FLI1SIt BOLT BLOa( SF. 571SL FH MS TYPE F SS 3t 51W S21 - 6083-76 - _ 32 /2 - R115N BOLTS - SULLNAN t ASSOC. 33 W5110-SfATC6 - SENS0IEL M,lLTtl'OIM LOCK _ A9fAPFD HARDWARE � StWSJ9 - 2� CAR RAC 8063-TB � - 2/ LJTE SETTING BLOCK EPD4 DUROMETER 85t5 SYfORE A /A . ... . . . . ... . . . . . . . . . . .. .. . . . .. .. . . . ... . . . ... No. 70522 �. droWing . no. FL #18320 �''.S!o►va�� �`���� sn..t �oor�a seaiedlznrzo» 1156 NE 101st ST, Miami Shores, FL Owner Builder Application- Front Door Replacement Drawings 1/23/2020 Master "' ' " Dining Deck 1 Florida Room Al a 1� I - Kitchen o0 Foyer _ °o Garage of �Q en ., � ;,..; �•� 11 A 4 1 Bed 2 Entrance Patio Miami Shores Village APPROVED BY DATE ZONING DEPT / 2 BLDG DEPT ;l II1,11 CI TO (,OMI)I IANCE WITH ALL FEDERAL )U^!1Y RUl FS AND REGULATIONS ...... . ...... So go. . . • • ...... Front Door : • : .. •••••• Replacement,.-': LOCATION DOUBLE DOOR TYPE WIDTH X HEIGHT �A 60" x 84" IMPACT r- Ilu y.�'ssR'a�,�^�."'�'#"r�^F z,* ,���' Y. ,� S �- ,,7rr��s��i,,� Y' � � �i .4;--�' r, � .tsp `K- •S�.ny t rofessiIon �.,�...-�ar.�% ,,,�?��r-¢�%s.r� � oeneno� aewroera oepaulrtalDKs eorfAeioep' Product Approval p r -- 1 ", USER: Public User Product Approval Menu > Product or Aoollcatlon Search > Application List > Application Detail n� FL # FL18320 Applicatlon Type New Code Version 2014 Application Status Approved Comments Archived L Product Manufacturer SIW Impact Windows, LLC. Address/Phone/Email 975 S. Congress Ave. *102 Delray Beach, FL 33445 (561) 274-9392 ALOPEZ@SIWIM PACTW IN DOW S. COM Authorized Signature Javad Ahmad aIfarooq@afceng.com Technical Representative Address/Phone/Email Quality Assurance Representative • • • • Address/Phone/Email • • 0000 ' • • • : • • • • • • • Category Exterior Doors • • Subcategory Swinging Exterior Door Assemblies • • • •' • • • • • • • • • e• • Compliance Method Evaluation Report from a Florida ReglsterellArchiteA r a ljcensed..;..• Florida Professional Engineer • 0 : 0 • : • • • 000000 1 Evaluation Report - Hardcopy Recg&ea • . • Florida Engineer or Architect Name who developed ]avad Ahmad •• ; •..• • • the Evaluation Report • • • • • • 0 • • • • • Florida License PE-70592 Quality Assurance Entity National Accreditation & Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By Jesus Gonzalez, P.E. .' Validation Checklist - Hardcopy Received Certificate of Independence FL18320 RO COI SS - 500-9 OS A Door fLMI)-CI 2014.pdf Referenced Standard and Year (of Standard) Standard Yaar TAS 201 1994 TAS 202 1994 TAS 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 08/25/2015 Date Validated 08/26/2015 Date Pending FBC Approval 09/07/2015 Date Approved 10/16/2015 Summary of Products FL * Model, Number or Name Description 18320.1 Series "500-9" Aluminum Outswing Large missile Impact resistant aluminum outswing door Door W/Wo Sidelite or Transom Llmits of Use Installation Instructions Approved for use in HVHZ: Yes FL18320 RO II SS - 500-9 OS A Door (LMI) - W15-45.Ddf Verified By: Javad Ahmad PE# 70592 Created by Independent Third Party: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: See drawing W15-45 for span vs load combinations Evaluation Reports FL18320 RO AE SS - 500-9 OS A Door (LMI)-PAE 2014.odf Created by Independent Third Party: Yes and installation details. Back Next Contact Us :: 2WI Blair Stone Road. Tallahassee FL 32399 Phone: SSD-487-1824 The State of Florida is an WEED employer. Coovrioht 2007-2013 State of Florida.:: privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mail address released In response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mall. If you have arty questions, please contact 850.497.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address If they have one. The smalls provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455, F.S., please dick WVL. Product Approval Accepts: In im In Credit Card • • • • see ' Safe •••••• • . • . •. 000 i HEAT STREN'D CUSS 090' Interloyer Kur.r.y Butacile PVB By 'Kuroroy AmeriC., Ina: L-3/16' HEAT STREMD GLASS 7 17 \ r SILICONE t _ I ,\ /Dow 995 GLASS TYPE 'A' 7/16' OVERALL LAM. CLASS HEAT STREWO GLASS .090' Inter"r Kurarcy StMryClos By 'Kuror.y Americo, Inc.' F-3/16' HEAT STREN'D GLASS wm ' � 1 SILICONE 995 GLASS TYPE 'B' 7/16' OVERALL LAM. GLASS TEMP, CLASS AIR SPACE DECORATIVE PANEL AIR SPACE 5/3Y HEAT STR£MO GLASS 090' Inlerlayer Kurc rcy America, C�r� ' HEAT STREN'D GLASS 995 TEMP. CLASS SPACE 3/t6' HEAT STREN'D GLASS .090' Intfrl.yN 117 But.Olt. PVB By Kurorq America. Inc.' r3/16' HEAT STREN'D GLASS { I 1 ♦ / ♦ CARDINAL XL E T. L rT rT GLASS TYPE .Cl GLASS TYPE I' OVERALL LAM. MPSUL. GLASS 1' OVERALL LAM. INSUL. GLASS GLAZING OPTIONS . . ... . . . ... .. .. . . . .. .. . . ••. • . . .. see . . . 00 UG • 5 'Ar • . „S T,N�E LL . • •• 000 'COSOLID • 000 • •• 000 • ALUM BAR OPTIONAL I • •• •.• •• • • • • • . • ••• • • • • •• •• • • • • • • • • • • • ••• •• tic SMS R/ GRILLE MIN. —7— _ I �r ALTERNATE GLAZING DETAIL GLASS TYPES 'A' & 'S' C� THESE DOORS ARE RATED FOR LARGE k SMALL MISSILE IMPACT. rR 2 SHUTTERS ARE NOT REOWRED. Q SERIES 500-9 ALUMINUM OUTSWING ENTRANCE DOOR d e SINGLE (X) AND DOUBLE (XX) LEAF DOORS W/O TRANSOM SEE SHEETS 2 k 3. + SINGLE (O/X) AND DOUBLE (O/XX) LEAF DOORS WITH TRANSOMS SEE SHEET 4. I �o SINGLE AND DOUBLE LEAF DOORS WITH SIDEUTES SEE SHEET 5. LOWER VALUES FROM TRANSOM/SIDEIITE CAPACITY CHART OR DOOR CAPACITY WILL APPLY TO ENTIRE SYSTEM. a M V Z N e DOORS WITH STD. SILL APPROVED FOR INSTALLATIONS WHERE WATER INFILTRATION RESISTANCE IS REQUIRED. §0 a DOORS WITH ADA THRESHOLDS NOT APPROVED FOR INSTALLATIONS WHERE F WATER INFILTRATION RESISTANCE IS REOUIRED. a S a 1 _ !q THIS PRODUCT HAS BEEN DESIGNED AND TESTED TO COMPLY WITH THE REQUIREMENTS OF FLORIDA BUILDING aom IQQ CT ^ Ya THE CODE INCLUDING HIGH VELOCITY JS Vi HURRICANE ZONE (HVHZ). 1BY OR 2BY WOOD BUCKS BY OTHERS, MUST BE ANCHORED PROPERLY « " ;.7 VIrn o TO TRANSFER LOADS TO THE STRUCTURE. ANCHORS SHALL BE AS LISTED, SPACED AS SHOWN ON DETAILS. ANCHORS EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING OR STUCCO. ANCHORING OR LOADING CONDITIONS NOT SHOWN IN THESE DETAILS ARE NOT PART OF THIS APPROVAL SILICONE TO BE APPLIED TO ENTIRE FRAME PERIMETER. A LOAD DURATION INCREASE IS USED IN DESIGN OF ANCHORS INTO WOOD ONLY. MATERIALS INCLUDING BUT NOT LIMITED TO STEEL/METAL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REOUMEMENTS OF THE FLORIDA BLDG. CODE. MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE. LABELING TO COMPLY WITH SECTION 1710.8.2. A- TIPS PROOUCT EVALUATION 60ClWR (P.CM) PROW" K T S D40M R 6 GDIOeC ANO OM NOT PROVIDE WOORMATION FOR A 711E SPECIFIC PROI . LA. WHOM M 4rE COW04 OLWTE FROM TNE P.CA. B- COM MACTOlt TO ME RESPONME FOR THE SELECTION. PURCMAA AND M7t4TLATX* Of TIM PRODUCT 600 ON THt3 PRODUCT EVALW 10k PROVIDED H[/SI DOES NOT DEWTE FROM THE CONORgNS DETAILED ON TNS DOCUMENT. C-TWS PRODJCr EVALUATION DOCL44NI wRL ITE COWADERED *A%LO IF MIEAED W AM' MEMIS. 0-SIDE SPECIFIC PROJECTS 9MLL tK PREPARED •T A FLORIN RC04rmw D*WOt OR Allpf W WoOm DLL BECOME DE DO NEER OF RDID (COR.) TOR THE PROJECT AND WHO W" BE RESPONSIG E FOR THE PROPER USE OF THE P.E.D. ENCR ECR OF RECORD. ACTING AS A DELEGATED EWAJEER TO THE PtD. DUOr W LLVL SLMIO TO TIPS LATTER THE S M VECRIC ORAWPM FOR REMEw. E- TAILS I.E.D. SWILL FEAR THE DATE AND OlarelAl. SEAL AND SIGNATURE Of THE Ppd%%IOWL O40W OF RECORD TMI PREPARED IT. FL #18320 1 I I � s crew" no. W15-45 . . ... . . . ... .. .. . . . .. .. . ••• • • • • DOORS WITH STD 3 POINT LOCKING HARDW R, 39 3/8' MAX. ,R- UAV FRAME WIDTH 13 3/4- 5 1/2- MAX. MAX• HEAD/SILL A CORNERS SU 50.l 1 I 1 1 , '�� / 1 1 i ACTIVE SURACE APPLIED FALSE F MUNTMIS OR B m DECORATIVE GRILL MAY BE USED 0.4 OPG. J8 9/18' MAX. DOOR LEAF WDTH TYPICAL ELEVATION ( X ) 5 1/2- MAX. HEAO/SI L CORNERS my tlb :I 41 �i o ;o P Oi FRAME WuiTH • • • • • 1303/4" • MAX. • A • • • H .- 1 , E Xl I'f i 1 t t� 4 \ INACTIVE ACTVE •H � 0H•AI STILE ENDS 6'1 AT•1 O.C. • SURFACE APPLIED FALSE MUNrINS OR DECORATIVE CRILL B j ,,JJ MAY BE USED 26 9/16- MA D.L OPG, 36 9/16• MAX. DOOR LEAF WIDTH SU ANCHORS AT STILE ENDS TYPICAL (7) AT 3. O.C. ELEVATION ( XX ) DOORS LOAD CAPACITY - PST SINGLE (X) OR DOUBTS (XX) DOORS WITHOUT TRANSOM SINGLE DOOR (X) Dims. DOUQ E DOOR (XX) DIMS. GLASS LOCKS BINGES TYPE A. TYPE 'B' TYPES 'C' & 'D' TYPES 1. 3 TYPE 4 TYPE a OUANT17Y FRAME fRAmE WIDTH HOCHT FRAME wrong FRAME HEXORLEAF EXT.(+) • T.(-) EXT.(+) WT.(-) EXT.(+) MR.(-) EXT.(+) INT.(-) EXT.(+) WT.(-) PER 39-3/a•1 80' 76• 00• 70.0 70.0 $0.0 30.0 60.0 50.0 80.0 00.0 62.0 62.0 ] 39-3/8'i 97-3/4• 76' 97-3/4' 70.0 70.0 60.0 $0.0 $04 60.0 80.0 80.0 iL-1.0) 62.0 62,0 39-3/8% 1011' 76' 105' 70.0 70.0 60.0 80.0 - - 60.0 80A - - LAIA+) UtbVUl LUAU IS 9A5LO ONSTD. SILL SEE SHEET 1 FOR GLASS TYPES DESCRIPTION. SEE SHEET 14 FOR LOCKS AND HINGES DESCRIPTION. SEE SHEET 14 GDR LOCKING OPTIONS AT ACTNE &INACTIVE LEAFS. 2-11 6 1/2• MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY GLASS D.L.O. FORMULAE: D.L.O. WIDTH - FRAME WIDTH - 9.813' (X DOORS) - (FRAME WIDTH - 22.875-)/2 (XX DOORS) * D.L.O. HEIGHT - FRAME HEIGHT - 11.5- (4' BOTTOM RAIL) - FRAME HEIGHT - 13.5' (6' BOTTOM RAIL) - FRAME HEIGHT - 15.5- (8- BOTTOM RAIL) * USING 020305 (1/2- HT.) THRESHOLD NOTE: GLASS CAPACITIES ON THIS SHEET ARE BASED ON ASTM E1300-09 (3 SEC. GUSTS) AND FLORIDA BUILDING COMMISSION DECLARATORY STATEMENT DCA05-DEC-219 111/ � 14o.708ri . FL #18320 V\ m� N Z F �it I 9 06 + V� gn<, �4mE �z3- �Zi c lol g q i 1 � +a � drawing no. W15; 45 D . . ... . . . ... .. .. . . . .. .. . i DOORS WITH SURFACE APPLIED PANIC HARDWARE 39 1/4' TYPICAL ELEVATION ( x ) DOORS LOAD CAPACITY - PSP SINGLE DOORS (X) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME I FRAME Exf.(i) 9JT.(-) WIDTH HEIGHT 39-1/4' 1 97-3/16' 624 62.0 I O n m m • • D.4�OPG. 36 9/16' MAX. \—SLL ANCHORS AT STILE ENDS DOOR UX WIDTH (7) AT 3' O.C. TYPICAL ELEVATION DOOR OPTIONS ( xx ) DOORS LOAD CAPACITY - PSF DOUBLE DOORS (XX) GLASS TYPE 'B' DOOR DIMS. ADA THRESHOLD FRAME WIDTH FRAME FIEICHT EX1.(+) 76-1/16' 97-3/15' 62.0 62.0 NOTE: VERIFY COMPLIANCE WITH EGRESS UMRATIONS WHERE REQUIRED. • ;• STILE ENOS SEE SHEET 14 FOR LOCK DESCRIPTION AND SHEET 9 FOR DETAIL. DOOR D.L.O. DIMS. DA-0. HEIGHT FRAME HEIGHT - 13.313" (6- BOTTOM RAIL) D.L.O. WIDTH (X DOORS) . FRAME WIDTH - 12.625' D.L.O. WIDTH (XX DOORS) (FRAME WIDTH - 22.875)/2 f�i�►++9' :'o � N0. 7LI691i: FL #18320 `�cC%'"N��lsyyy R T r Mowing no. W15-45 11 5 1/2• MAX. HEAD/SILL CORNERS n X � t V Sid < U p pa 0O SURFACE APPLIED FALSE MUNTINS OR DECORATIVE GRILL MAY BE USED 39 3/8' MAX. DOOR/TRANSOM FRAME WO. 37 1 /8' TRANSOM LEAF W. 13 3/4' HEAD SiIL i 1 1 W +, 1 I 1 r 1 1 1 f i I - \ I� \ + 1 li \ ' \ ACTIVE 1 I 26 9/16' MAX. O.L. OPG. 36 9/16' MAX. I K U wIVIM (O/X) (2) AT ANCHORS TRANSOM ENDS 5 1/2' MAX. ALL LOADS HEAD/SU CORNERS bb H N \ $ \\ p h a P O _1 SURFACE FALSE APPLIED MUNT945 OR %n ; DECORATIVE GRILL MAY BE USED 76' MAX. RANSOM FRAME WIDTH 73 3/8' MAX. NSOM LEAF WIDTH • E.J.3/4' i M ' h-i i SILL I I f r Ij M 1 All � v r / \ '�. ACTIVE INACTIVE �. 26 9/18' OPG. AtAt1. D.L 36 9/16- MAX. OOR LEAF WIDTH (O/XX) i .. .. . . . .. .. . . . . . . . . . . . • • • • • SLYGIE OR DOORS WITH TRAN90Y CAPACM - PSP ../• VAN"1 DOOR �v-. wiv _DOUBLE • LASS Crin • • •A' L'XT+ TR() CLASS TM • V • CLASS TYPE 'C' a 'D' -ii! .(•) w.(+) M.(-) • • • (� • • 2V 76• �» • 2•• •� • 70.00 . •I d 70.0 • e.5 �0 76 j 60.0 MO 70.01_4 N • 73.• 60.0 60.0 70.0 70.0 70.T 0.7 60.0 60.0 24' 68.4 6B.4 611.4 08.4 00.0 60.0 30• .�'' � 65.3 •65.1 65.5 63b 65.5 60.0 60.0 !!N 61011 63.1 60.0 60.0 • • • i • •241f �� YAS oS •A' �•9 86.9 6BA AYJ 60.9 1♦. _ 7f' 24' 62.1 62.1 $2.1 I 62.1 - - 30• 59.7 59.7 1 69.7 59.7 3e• 57.7 57.7 57.7 57.7 - - 39 3/6 (X) 96' 36' 70.0 70.0 80.0 80.0 111 60.0 60.0 39 3 8•I toe• ` ( 36• 70.0 ( 70.0 $0.0 80.0 - - Y EXT.(+) DESIGN LOAD IS BASED ON STD. SILL m FOR LOCKS AND WAGES LIMITATIONS SEE SHEETS 2 k 14. 4 J ^� (5) ANCHORS J C AT TRANSOM ENDS ALL LOADS Qan'�il D.L.O. HEIGHT (TRANSOM) TRANSOM LEAF HEIGHT - 10' Zto D.L.O. WIDTH (TRANSOM) TRANSOM LEAF WIDTH - 10' 3 w a �0mLi pQN u)(bo 0 SILL ANCHORS AT STILE ENDS (7) AT 3' MC, 3' 6 1/2' MAX. SILL CORNER ANCHORS AT ADA THRESHOLD ONLY FL #18320 s _ k f k i drow;ng no. W15-45 .... . ...... . . . . . . . . . . . SINGLE (STATIONARY) SIDELITE UNIT (SEE MAIL IN SHEET 11) • � �� • • • • • • • • • • Z �: i3 39 3/E' MAX. _ • • • • • • • • }' FRAME wiOlN • • • • • • • • • C I` I3AX, g( ' S 1/2' MAX. MAX• L'Y HEAD/SILL SELL •�• •�• i� •.• •• dr j CORNERS • • • C _ �i r C J. 1 y, q; as NARROW SKXUrE n« WIDE SIDEUTE f. N 1 _ YY v 114 ti f#}S� oQIa1M 4R gp ao 'xWLL 1 JrTr ,7 �z v -- - - -- aR1 a00 _ uj 11 s � LY�u YL Fq C) SURFACE APPLIED FALSE MLNTINS OR - m DECORATIVE GRILL = MAY BE USED 29 9/16' MAX. n D.L. a 36 9/10' MAX. - u sLDEurE LEAF WIDTH TYPICAL L EVATION O ) e. 4 FI I `J 'OF drawing Yw. i�;� 1` ahe.t4.tof 16 SIDEtlTE LOAD CAPACITY - PSP STATIONARY PANEL (0) SIDEUTE DIMS. cuss TYPE 'A' cuss TYPa 'D' cLAss TYPES C. 3 'D' FRAME ' FRAMEWIDTH WIDTHHEIGHT39-J/6'- Exr.(+) .rt.(-) 97-3/+" 70.0 70.0 60.0 60.0 80.0 A DESIGN IAAD CAPACITY - PSP SOEUTES WITH SINGLE OR DOUBLE LEAF DOORS SIDELITE WIDTH INCHES DOOR HECHT INCHES CLASS TYPE 'A' (SEE NOTE BELOW) CLASS TYPE 'B. CLASS TYPES 'C' k 'D' NARROW 31TIE SIDELITE W/o REINF. NARROW STILE SIDEME WITH REMF. RIDE STILE StDE1JTE W/O RELINE. NARROW STILE WIDE STILE SIDELITE W/O REINF. EXT.(.) INTA-) EXT.(-) M.(-) FXTj+) 1 WT.(-) EXT.(+) ANT.(-) 30 36 42 46-7/e 48 52 54 56 so to $0.0 ) 8oA 90.0 0a0 DOA 80.0 60.0 60A $0.0 solo $0.0 RDA eo.0 80.0 Goo 6a0 00.0 60.0 DOA Da0 sa0 soA 60.0 80A ea0 00.0 00.0 80.0 80.00 E 80.0 - - _a !no 73.11 e0.0 73.0 50.0 60.0 80.0 - - 73A 73a 73a 73.3 - 71.1 71.1 71.1 71.t 71.1 71.1 - - 68.6 66.6 66.6 68.5 68.6 68.6 - - $4.0 $4.0 64.0 64.0 64.0 64A - - 30 36 42 46-7/5 40 52 54 56 60 64 1 80.0 0a0 80.0 _pLo 90.0 e0.0 s0.0 Da0 60A 60.0 00.0 80.0 80.0 80.0 50.0 60,0 60.0 8Q0 smo 80A 80.0 e0.0 soA 60.0 80.0 D0.0 $0.0 DOA 30.0 00A D0.0 110.0 - - $0.0 80.0 00.0 90.0 - - 73A 73.8 73.8 73.8 73.8 73A - - 710 71-1 71.1 71.1 71A 71.1 - 6D.6 66.8 68.6 458,6 s0.8 65.6 - - 64.0 64.0 64A 64.0 $4.0 64.0 - 30 36 42 46-7/0 b 52 54 S6 90 60.0 s0A 80.0 1 80.0 80.0 ( 80.0 GOA 60.0 GOA 80.0 80.0 D0.0 1D0.0 D0.0 80.0 60.0 80.0 s0.0 Da0 80A D0.0 e0.0 - - 80.0 80.0 80.0 60.0 80.0 80.0 r- - 80.0 sa0 80.0 90.0 s0.0ff - 73.s 73.8 733 73-e 73.5 - - 71.1 Oe.6 71.1 6e.6 71.1 71.1 71.1 ie.6 6e.6 6e.6 - - 30 36 42 46-7/8 48 52 S• 96 Bob DOA 80A 80.0 sOA I 80.0 WA GOA 80.0 D0.0 DOA 80.0 s0A I 80.0 60.0 WA 00.0 D0.0 80.0 00A DOA 80.0 - 7{.0 76.0 _76.0 76.0 76.0 76.0 - - 7S.t 75.1 75.1 75.1 75.1 75.1 71.8 71A 71.e 71.0 71.e 71.8 - - 70.2 70.x 70.2 702 70.2 70.2 - - 30 36 42 46-7/8 40 52 97-3/4 80.0 D0.0 80.0 60.0 80A I 80.0 GOA 60A 60.0 80.0 90.0 00.0 90.0 60.0 60.0 60.0 7"' 79.1 79.1 79.1 79.1 79.1 - - 74.7 74.7 74.7 74.7 74.7 1 74.7 - - 73.7 73.7 73.7 73.7 73.7 1 73.7 - 70.5 70.5 70.5 70.5 70.5 70.5 - 30 36 42 46-7/6 se 102' s0.0 I ea0 eoA s0.0 to.0 80A - - e0.0 80.0 DOA $0.0 e0.0 60.0 - 75.8 75.8 75.8 75.8 75.6 75.6 - - 768 71.6 71.6 71.6 71.6 71.6 - 70.{ 70.0 70.6 70.6 70.6 70.6 - - 30 36 42 46-7/D 4D 100' 79.7 79.7 80.0 8a0 80.0 $0.0 - - 73. 773.2 77.3 77.3 77.3 77.3 - - 67.7 67.7 71.6 71.6 71.6 7I.6 - - 63.7 63.7 67.6 $7.6 67.6 67.6 - - 62A 62.9 66.7 $6.7 86.7 6&7 - - FOR GLASS TYPE 'A' LIMIT MAX. DESIGN LOADS TO t70.0 PSF EXT.(+) DESIGN LOAD IS BASED ON STD. SILL .. .. . . . .. .. . . . . . . . . . . . 169 3/4' 13 3/4' j�8��'� 5 I/2' AtAX • • • • • •^• ••-3 - (6) ANCHORS HEAD SILL SILL A-.•,,.4• _T` _�•/�AT•HE/� CORNERS •:. • • ` • 7' • • /S� !/ • • • I _ ••• • r I' ' r i 11 • • NARROW / / • , • \ • • • • \� 0 0 • • • • • • • • • •• �� • )( t L i' NARROW // i4 'R • • l\ • • • .0. • / m e m o WOESOEUTE SIDEUTE N w r - INACiNE - ACME - 1 1 t �1 1 1 1I I AI 1 1 1 1 It 1 11 1 1 1 1 li 1 1 1 SURFACE A'PUEO - _ - - - FALSE uUNTINS D.L OPG. �26 9/t6' MAX. MAY BE USED D.L OPC. NARROW/YAOE 36 9/16- MAX. (OXXO) SIDELRE WIDTH DOOR LEAF WIDTH 1 1/4' SILL ANCHORS AT STILE ENDS 76' MAX. DOOR WCTH (XX) (7) AT 3' O.C. 39 3/8- MAX. DOOR WIDTH (X) - S10ELITE WICTH - 1 3/8' NARROW STILE WIDE STILE SIDELI'I'E WITH DOOR 31DEUTE WITH DOOR (W/WO REINFORCEMENT) INSTRUCTIONS: USE CHARTS AS FOLLOWS. 1. SELECT SINGLE OR DOUBLE DOORS CAPACITY FRM TABLES ON SHEETS 2 k 3. 2. SELECT LOWER OF SIDELRE TO DOOR MULLION CAPACITY FROM TABLE ABOVE. 3' UDWER ENTIRE�sn,EMM. STEPS ' OR 2 WILL APPLYTO FL # 18320 No. 701*1 • rtSd E OF drawing n6. W15-Z 11 , • 1' 0 It ♦ 1 1 • t C") � m �vw,� �errx n In s; / / \ OPTIC g / / 8 Y SINS AN( , ., 39 3/8' •, 76* k-J) W" W 39 3/8' MO. DOOR FRAM •C3L" W Wb . . . . . . . . . . i • • • Ole 1 , hia rio- SINGLE LEAF DOORS WITHOUT SIDELITES.o SINGLE LEAF DOORS WITH SINGLE SIDELITE AT EITHER %QE OF j)OOP, • • • • • • • i \ r •• � N \ ,. DOUBLE LEAF DOORS WITHOUT SIDELITES. DOUBLE LEAF DOORS WITH SINGLE SIDELITE AT •rc� " f EITHER SIDE OF DOOR. 3 W / ZQ n FRAME qq; n w v I � I 0 ALE AND DOUBLE LEAF DOORS WITH TRANSOMS SEE SHEETS 2 AND 3 FOR MAXIMUM DOOR WIDTHS AND HEIGHTS i. WITHOUT SIDELITES SEE SHEET 5 FOR SIDEUTE WIDTHS 91 D.L.O. HEIGHT (SIDEUTE) : LEAF HEIGHT - 12" (4' TOP RAIL, 6" SOT. RAIL) c i, D.L.O. WIDTH (SIDE LITE) - LEAF WIDTH - 10- (WIDE STILES) .o, o D.L.O. WIDTH (SIDE LITE) • LEAF WIDTH - 6' (NARROW STILES) g t t I .......... ' APPROVED CONFIGURATIONS s I, DOORS, SIDELITES AND TRANSOM COMBINATIONS SHOWN ABOVE CAN BE USED AS NO INDIVIDUAL UNITS AS SHOWN OR IN COMBINATIONS WITH OTHER APPROVED PRODUCTS - USING F.B.C. APPROVED MULLION IN BETWEEN, LOWER VALUES FROM DOOR, SIDELITE, MULLIONS OR APPROVED PRODUCTS USED WILL%.'.OF I drawing no. APPLY TO ENTIRE SYSTEM..!'to1aOC W15-45 TO BE APPROVED BY AJH (AUTHORITY HAVING JURISDICTION). FL # 18320 t0�� t she•! g of t§) TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART ' FOR MIN. LENGTH EXTERIOR FNmHES •O.ST BY OTHERS CONCRETE lot r s i rim 1�. Q Co EXTERIOR FINISHES BY OTHERS SEE LEAF CORNER /~DEVUL ON SHEET 15 POURED 4t HARDENED HIGH STRENGTH GROUT 1'e - woo PSI MIN. NOT BY S.I.W. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONC•RETE v .. TYPICAL ANCHORS v v' SEE ELEV. SEE CHIT FOR SPACINW EDGE 0 FOR MN. LENGTH STD, SET:L fQP7E�� eH.F NITa . . . . . . . . . . l0Y WOOD BUCK OR METAL STRUCTURE tl FASTENERS BY OTHERS 28Y W E 1' �1MOOSTRUCTURE •' • • • • • • • OR �PRWE4SMULLION • 1' ' CONCR$fE E • • • • • • • • • • • • • • I ' - • • EDGEOISj. • • • • • .I, :o • • • • • • • 99 gg •�� 3 TYPICAL. ANCHORS d • •' • • �,�� • ` SEE ELEVATIONS C� • • ,+ TYPICAL SPACING FOR SPACING SEE CHART SEE CHART FOR MN. LENGTH FOR MN. LENGTH TYPICAL ANCHORS: SCE ELEV. FOR SPACING ANCHORS TYPE SUBSTRATE AT HEAD MIN. LENGTH MIN. EDGE DIST. AT SILL MIN. LENGTHIMIN. EDGE DIST, AT JAMBS MIN. LEND H MIN. EDGE 01ST, 1/4' OW ULTRACONS BY 'ELCO' (Fu-177 KSI, Fy-155 KSI) WOOD 2-3/4' 1' NA. NA 3-3/4- MARRY NA NA NA 3-3/4' 3-3/4' 2-1/2' 2-1/2' CONCRETE 2-3/4" 2-1/2' _NA 2-3/4' 2-1/2' 1/4' OHA SELF DRILLING SCREWS (GRAOE5 CRS) METAL 3/4' 3/4' N.A. N.A. 3/4' 3/4• WOOD - 20Y WOOD BACKS OR WOOD STRUCTURE s.G, . ass MIN. MASONRY . C-90 HOLLOW/FILLED BLOCK I'm . 2000 PSI MIN. CONCRETE Ye - 3000 PSI MN. METAL - 1/e' MIN. THK, STEEL Fy - 36 KSI MN, F.B.C. APPROVED MULLION 1/8' MN. THK, IBY OR 2BY WOOD BUCKS AND METAL STRUCTURES NOT BY S.I.W. MUST SUSTAIN LOADS IMPOSED BY GLAZING SYSTEM AND TRANSFER THEM TO BUWNG STRUCTURE. ANCHORS MAY BE HEX OR FLIT HEM. .Q:ERPR3IFStj` T (NOT AP►OWED FOR WATER RESISTANGE) UNIT MAX. DESIGN LOWS TO *62 PSF EDGE GIST. J CONCRETE TYPICAL. ANCHORS ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH ADA THRESHOTA 6PTION 42 OPERABLE UNITS (NOT APPAMW FOR WATER RENSTANGE) FL # 18320 LIMIT MAX. DESIGN LOWS TO 262 PSF a O i k z u9 < I O 0 O vEda 0ezo F: Iisszrn��'�t, Q6:1� DOOR DETAILS v gi 1 u r w 70E92 t�{ 'OF f drawing m. TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR M. LENGTH EXTERIOR FINISHES BY OTHERS 3/a' MAX. LOAD BEARING SHIM 1BY WOOD BUCK FASTENERS BY OTHERS TYPICAL ANCHORS SEE ELM FOR SPACING SEE CHAR FOR MIN. LENGTH EXTERIOR FINISHES BY OTHERS 3/a' MAX. LOAD BEARING SHIM NOT APPROVED O • FOR WATER RESISTANCE T YPICAL ow N EV. ACTIVE LEAFAk FOR N. 15 // 18 � .I 6 3 LOCK OPTIONS SEE SHEET 14 LEAF WIDTH FRAME WIDTH (X) EXTERIOR EDAD BENt6 SHIM © LOCK OPTIONS NOT APPROVED SEE SHEET 14 v./ FOR WATER RESISTANCE 1 9 1� INACTIVE LEAF-� FRAME WIDTH (XX) LOCK OPTIONS D FOR WATER SEE SHEET 14 O TOR WATER RESISTANCE WITH STD. SILL EXTERIOR APPROVED OD • • • FOR WATER R y WITH STD. SILL • • • • WJ�.V PA • • at I ••_W 41 �_ so n s ..:: OFF • Z a s Y• 3• Lam' ----�• • I C R P N O TYPICAL ANCHORS J �Vf o ELEV. FOR SPACING ACTIVE LEAP SEE CHART zn E! In FOR MIN. LENGTH 15 z S n =a fY �O'ti aum.I /-METAL STRUCTURE M W EXTERIOR 11 1/4" MAX. DOOR DETAILS u to R J t c/Xr fIIOWi/l9 AO. FL # 18320 /pH,T,{ t :Heel g of I6� EDGE MT., TYPICAL ANCHORS SEE ELEVATIONS = /P —� 5SURF-ACE DOORS WITH APPLIED PANIC HARDWAR - • • •. , .I IN` n FINISHES • BY OTHERS • 8 •t5 FOR L•N. LENGTH • • • CONCRETE • • • •• • • Z / • to •.•••• • •• �� �I 2 • • N u ; • • , Al to .. .. .. b��. . "o ! •:: •••• '. Ii PANIC LOCK FASTENERS • • • • SEE SHEET 14 • • �. { • < � �' • • • •• • • • y� pzb �19•• •.• W TYPICAL ANCHORS ^� SEE ELEV. `� m FOR SPACING 1 SEE CHART FOR WN. LENGTH IN C1 to � W 3«= n 1e FEI { a I� roc o 0 Um • P 3uT� tnrno _ to INACTIVE LEAF ACTIVE LEAF J 6 D.LO. • 6 D.LO. I,.-- EXTERIOR 24 FINISHES si BY OTHERS DOOR LEAF WIDTH DOOR LEAF WIDTH ; S 3/8' MAX. MAX. FRAME wron+ •: LOAD BEARING SHIM EXTERIOR B ( TYPICAL ANCHORS FOR SPACING DOOR DETAILS � CHART • I FOR MIN. LENGTH 0 \ , 1 T v �. t •� , � .•CONCRETE I A i i 8 EDGE DIST. TS 'ADA THRECHOL OPTION Ii2 i Of droving no. OP .RAH .R T tNITc "LO1".°"••'' ' W 15-45 (NOT APPROVED FOR WATER WVST94M lWT MAX. DESIGN LOADS TO t62 PSF FL #18320rz LI�,,.�� a of1s TYPICAL SEE ELEVATIONSMETAL FOR SPACING ANCHORS STRUCTURE 2BY 'BUCK OR r—" I j Ed. FINISHES BY OTHERS •�-- .SEE CHART FOR MIN. '`. 2 OR LENGTH • STRUCTURE APPROVED MULLION • •EXTER COtkRETE Ed. \\ ' • • • • •sl / \ ` Ed. • • • !+ i \\ ••• ,• f• Yf _S •••••• —'�— • •lid ¢� 000000 tjj 6 I ^ 3 0g, • •••••• 0 • •' i 1S h 3 �9 • Y enN � • F TYPICAL ANCHORS J TYPICAL ANCHORS J • • • SEE ELEVATIONS SEE ELEVATIONS • • • • • • > ,� • FSEEEE CHART SPACING SEE CHART • • • • • • . `O •f �; FOR MW. LENGTH FOR MIN. LENGTH • • • • TRANSOM HEAD MHE • A It f • • •• • ••• Q.Ni 2i0 ;• - n O m n � , TYPICAL ANCHORS VACO�S �a �n V F� sP SEE CHART o � n • 12 X , _ iOR YIN LENGTH MA%. SHIMS „- SEE NOTE BELOW a 3 It S AT , 2. 0. MAX. 0 < 1 a y `T alum •.�i K 15 ALTERNATE LOCATION 22 FOR ANCHOR$ $ R 'j I tS 1I W ,1ffi 1S to s EXTERIOR c{ OREr" 3 o� FINISHES 73 3/B- MAX. BY OTHERS TRANSOM LEAF WIDTH = 3/5' tNAx DOOR/TR&XSOM WDTH rTRANSOM DETAILS logo � Vol HIMENG SHIM SHIM SPACE AT TRANSOM MULL NOS: N / -ryt !n;1 ANCHORS INTO WOOD. MASONRY OR COW-' ••" •, _ M ' 1/2- MAX. SHIMS `� ' 343 S 3 J O ANCHORS INTO METAL STRUCTURES _ N0. 7092 1/4• MAX. SHIMS .. is (SEE SHEET 1 FOR HORIZONTAL MULLION ANCHOR$) i OR drawing no. ss�Atomor, W15-45 OPERABLE DOOR WITH TRANSOM FL 18320 AL aheel 10 of 16� EXTERIOR FIISHES BY OTHERS ' a 0 a w w 0 TYPICAL ANCHORS SEE ELEVATIONS FOR SPACING SEE CHART FOR MIN. LENGTH ( Cd CRETE POURED • HARDENED HIGH STRENGTH GROUT Fe - 5000 PSI MIN. NOT BY SA.w. MUST TRANSFER SHEAR LOADS TO STRUCTURE LOAD BEARING (SOLID SHIMS OPTIONAL TO GROUT) CONCRETE � � NF .�• � EOGE per, " TYPICAL ANCHORS SEE ELEV. FOR SPACING SEE CHART FOR MIN. LENGTH TYPICAL ANCHORS SEE ELEV. RE C FOR MIN. LENGTH 30• EXTERIOR FINISHES BY OTHERS 3/8• MAX. LOAD BEARING SHIM TYPICAL FOF S FDR uu STATIONARY UNITS (SINGLE SIOELM K NARROW 39WE EXTERIOR TBY WOOD BUCK • •�� FASTENERS q OTHERS • • ......Jl N TYPICAL ANCHORS SEE E47.•••• �•• • ' FOR SPACINU SEE OPA[. • • • FOR s� Q' r3 MIN. LENGTH ,$ • • • • •( �•I • • •• <l; •� • � • n = • , • $�'•• • QCI`�• • ••• • 8• MAX. I BEARM SHIM V N 1 7jaSe m I JUJ H JO OQe� Zen LU O NCHORS 13 U Zm U a( D LENGTH Nrno 1 1 N SIDELITE DETAIL . 21 .A Ne.'FDBB2 8 OF drow;ng no. W15-45 FL #18320 TYPICAL ANCHORS SEE ELM • ♦ iN FOR SPACING • N SEE CHART • see, " Z • FOR MIN. LENGTH /12 SDS 9 •.• • y K NARROW AT 6' fROM ENDS NARROW .SHIN • • • .. • • I S�OELITE k 12' O.C. %wTE AS REDD. • Q • y •••• •• �• • n •' •. •. • • Pl - /ice' •....• • �i�n� � � 25 • Ta . '. pz_'pnN�y j is •••• 0 ... Q Wd� • . lei- 1e 25 EXTERIOR • • • 3 7 7 3 6 1 EXiER10R D.LO. FINISHES BY OTHERS 36 9/16- NARROW SE LEAF WIWIDTHIDELITJ H MA%. DOOR LEAF Wt(1M J O RHART 3/6. MA7( SEE CHART 76' (' ae� a SIOELITE WIDTH 39 3/8� V) L.OADBE MAX. DOOR FRAME WIDTH p Q H LZ cn a TYPICAL, ANCHORS K ' Ti SEE ELEV. FOR SPACING Z SEE CHART O .. FOR MIN. LENGTH T 012 SMS Q. U tD AT 6' FROM ENDS 7Nn �^j suEurE 1 `J Sam" do 12' O,C. �j 3 in t)�Kl J - vlwo 9 it 16 16 1S _W a4 se 1e n: f 1a EXTERIOR D.LO. c of 3 6 6 3 6 2 0! D.LD. SIDELITE WITH DOOR DETAILS � WIDE SIDEUTE LEAF WIDTH 36 9/16' MAX. DOOR LEAF WIDTH 1 1 i0 SIDEUTE WIDTH 39 3% - (%) `XX)��' �1GEN�p''•.• LOAD GEARING MAX. DOOR FRAME WIDTH u L• SHIMNIL >� OF drawing no. FL #18320 1ialJA1 w�` sheet 120t iSl 4 600 4.600 .094 .094 .750 .750 1.750 1.750 T-122� L.2 G DOOR/SIDEUTE FRAME -3) FRAME JAMB 4.000 6.000 8.000 TOP/BOTTOM RAIL BOTTOM RAIL TRANSOM MULLION 4.040- 2.000 .078 .125 IYP. 6) HINGE/LOCK STILE T.040 -1 } .078 2.a00 125 TYP. 7 j SIDEUTE SASH STILE t.496 t.EM:21� .6 DOOR TRANSOM MULLION ADAPTER .170 056 1.059 L2."s j JAMB SCREW COVER .080 .930 M-2.0f0 (*)A TRANSOM SCREW COVER 4.600 t .094 .750 j. 2.33� TRANSOM FRAME HEAD Y 1.000 0.562 1 1 1 1.750 t 1 � L1 3.000� FLUSH BOLT BLOCK .655� F 1`.123 1. ���... OSO 1.365 1.000 1.385 _06 '0•---t^ 1.238 78 J� 1.000 ar la INTERIOR GLASS STOPS .662-y 1,198 f .DSO (!� �- .o5a i.J65 I .922 .803 1.355 .144 i,U6 13 f3 EXTERIOR GLASS STOP 1.500 .299 .717 t+- 1 .062 !ft[ tA39 3a THRESHOLD COVER 10) DOUBLE DOOR ASTRAGAL ' 2.382,.._� I is0is0 .250 2.069 .500 4.632 1.375 OPTION /2 SINGLE DOOR ASTRAGAL 35 ADA THRESHOLD F-1.900 ! '11{�`` 2.000 .094 L .079 CHAIR RAIL I�:Hi o7et.0I SNAP COVER STEEL REINF. f 102 .5m TI -------4.0DO----J OPTION #1 ADA THRESHOLD 10146 .H411. •• 174-1 • • • • 14 JAMB7AdUIL ADAPTER • •• •• •• • FL #18320 • ••• l7n g n• amo NO b�ZY S drawing no. W15-45 '• LACK OPTIONS i & 3 STD. 3 POINT LOCK MAX, FRAME HEIGHT - 108 IN. MAX. LEAF - 36-9/16 IN. MAX, DESIGN LOAD a 80 PSF ACTIVE LEAF_ OPTION #I: 3 POUR LOCK ASSEMBLY (M1805S) BY 'ADAMS RITE' WITH 4015 THROW BOLT AT 35-1/2- FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR AND THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL OPTION 13, LOCK ASSEMBLY (W5110-STACT6) BY 'ASHLAND' WITH THROWN BOLT AT 35-1/2- FROM BOTTOM FLUSH BOLTS CONNECTED TO LOCK KEY OPERATED ON EXTERIOR A140 THUMB TURN ON INTERIOR AND ENGAGING FRAME AT HEAD AND SILL INACTIVE LEAF '.. CONCEALED FLUSH BOLTS (FB-1202-914) BY VAJUVAN k ASSOC.* MANUALLY OPERATED LEVERS MOUNTED ON INSOE FACE OF LEAF SIRE LOCATED AT 13-1/2- FROM BOTTOM AND 34- FROM TOP i 1 : v i ACTIVE ACTIVE II4ICTIVE 36-9/16' 36-9/16' LOCK OPTION 4 MAX. FRAME HEIGHT - 97-3/4 IN. MAX. LEAF - 36-9/16 IN. MAX. DESIGN LOAD - 60 PSF ACTIVE LEAF, EXPOSED FLUSH BOLTS (FB-1202-914) BY 'SULLIVAN & ASSOC.' MANUALLY OPERATED LEVERS MOUNTED ON FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34- FROM TOP INAC7W LEAF CONCEALED FLUSH BOLTS (FB-1202-814) BY 'SULLIVAN & Assoc! MANUALLY OPERATED LEVERS MOUNTED ON INSIDE FACE OF LEAF STILE LOCATED AT 13-1/2- FROM BOTTOM AND 34- FROM TOP ACTIVE ACTIVE INACTIVE 36-9/16' 36-9/t6' LOCK OPTION 5 PANIC EXIT DEVICE MAX. FRAME HEIGHT a 97-3/16 IN. MAX. LEAF WIDTH - 36-9/16 IN, MAX. DESIGN LOAD - 62 PSF ALIM A INACTME IEAR SURFACE YEW" ROD PANIC EXIT DEVICE BY JACKSON PANIC SYSTEM' MODEL 1275 LOCATED AT 38' FROM SILL AT EACH LEAF, PANIC BAR FASTENED TO LEAF WITH (I) 18-32 X 1/4- SOCKET HEAD MACHINE SCREW (1) 16 X 3/4- FH TEAL SCREW TOP AND BOTTOM LATCH ASSEMBLY BRACKETS FASTENED TO STALE WITH (2) 1/4-20 X 1-1/4- SCREWS. i. Or I t r! m c�a: ` 3aaa xcma i 36-9/16' 36-9/18' . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . TT9M / PART / REGD. DESCRIPTION MATERIAL MANP./SUPPUMVREYAI= I SM523 AS REGO. FRAME TRANSOM HEAD 5063-T6 ALTERNATE TO 2 2 SIW505 1 DOOR %"— HEAD/3: •_•.•. -•6063-T& - 2A SW W59 1 TRAN90M .RAWO. • • • 4 •—•-'—•--•—'-•-- p636T6 • 3- a •605-WTGO - 3 SM506 2/000R 4 5 SIWSO2 SR1537. 1/ LEAF 1/ LEAN' OOOIP TOP/BOTIOM RAIL_•• • 0 ---rV• •v•^--• DOOR �OROM WW. (67 - r — L063- SEE SHEET 13 5.1 SRIS38 1/ LEAF DOOR BOTTOM PAL (8-) 6063-76 SEE SHEET 13 6 SIwW 2/ LEAF HINGE STI E/LOCK STILE 6063-T6 7 6 SIW507 2/ LEAF AS REDO. S . - . 6 ST1<E • • • • • • --• �• -.•—• �• —• —• DOOR TRANSOM WYJBN AOAWR • • • • ,gOE3!T6 i "� - SF0542 6003-T6 6063�T6 - .IAMB k TRANSOM 9 SIRSII AS RE00. SCREW COVE—•—s �—Ai-4 �._•-_•_•_•—.-_• to SRT509 AS REDD. DOUOLE *ODR ASORMAL • • • • • 0003-T6 - IOA SIW535 AS REDO. SINGLE DOOR ASTRAGAL 6063-T6 - I1 12 SIWSIO ^ SA1512 AS REOD. AS REOD. SCREW COVER 6063-T5 - INTERIOR MASS STOP 6063-T5 - 12A DWF-024 AS REDD. INTERIOR CLASS STOP 6063-TS 13 SWY513 AS RE00- EXTERIOR CLASS STOP 6063-T6 13A swam AS REDO. EXTERIOR CLASS STOP W63-TS - 14 SAT5G4 AS KOO. DOOR JAMB/MULL ADAPTER 6063-TG - 15 9016E - BULB Wi1RIPPI NC VINYL CENTRAL PLSIICS 16 U4513 - 0-LON w'STRIPPRNG VINYL SCHLEGEL 17 5530 AS REDD. INTERIOR GLAZING CASKET (DUROMETER 7Ot5) SANTOPRE NE BY CENTRAL PLASTICS 17A s531 AS RE00. EXTERIOR GLAZING CASKET (pUROMETER 7015) SANTOPRENE BY CENTRAL PLASTICS 18 W2320INMO20 AS ROD. FINSEA. PILE WVWP9IG - ULTRAFAB AT 4' FROM ENDS & 8. O.C. 20 18 X 1/2' ASTRACAL SCREWS PH SMS - 21 13 X 1/2- AS REDD. GLASS STOP SCREWS SELF ORILLMNC - AT 8- FROM ENDS k 15' O.C. MAX. 22 112.X 1-1/4- - FIX. PANEL SCREWS PH SMS - AT 6' FROM ENDS & 17. O.C- MAX. 24 SD44ND 4/LEAF BUR HINGES ST. STEEL DELTANA 25 - AS REDD. MULLION REINFORCING STEEL - 26 /12 X 4- 1/ CORNER FRAME ASSEMBLY SCREWS ST. STEEL PH SMS 27 112.X 2- AS REDD. FRAME AND LEAF ASSEMBLY SCREWS ST. STEEL PH sM5 28 112 X 1/2- AS REDD. HINGE ASSEMBLY SCREWS St. STEEL FH MS TYPE F ss 29 20308 AS REDD. ADA THRESHOLD OPTION #I 6063-TO - 30 ON19AV36 AS REDO. ODOR BOTTOM SWEEP ALU11/NNYL BY CRL 31 SRT521 FLUSH BOLT CLOCK 6063-T6 32 12 FLUSH BOLTS SULLIVAN k ASSOC. 34 SN1532 - 2' CHAIR RAIL 6063-76 - 35 SRM546 I ADA THRESHOLD OPTION 12 6063-T6 - 36 F SM547 1 1 THRESHOLD COINER 6063-T6 SEALAh!TS: ALL JOINTS AND FRAME CONNECTIONS SEALED WITH SMALL JOINT SEALER. HINGES: 4' X 4' ST. STEEL BUTT HINGES DELTANA (OS84N8 OR SD44ND) AT 13' FROM TOP AND BOTTOM ENDS AND 26-5/8. O.C. MAX. HINGE ATTACHED TO DOOR FRAME AND DOOR STILE USING (4) 112 X 1' FH MS 3 HINGES PER LEAF UPTO 6/8 HIGH DOORS 4 HINGES PER LEAF DOORS HIGHER TWIN 5/8 FL #18320 i 40v OF f drawing no. W15-45 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . 18 X 2 PER SIDE q�{ I z 3 v x1ippp�p / r `; g� 9 N b N y P JN 8�n 3 W C= P H aim �6" % 1-7/8" % 1/8' 1-1/4"NGLE 1-1/4" YnCff ADA THRESHOLD CORNER O ON�PTI i I ` �J vcvu OF FL #18320 g C � drowmq no. W15-45 . . ... . . . ... .. .. . . . .. .. . . . . . . . . . . . ACCESS HOLE • • • • • • • • • • so A� m N DOOR TOP CORNER A ly ih I AccEss HOLE Z Q 4 Gi J zEn 3 W `` a' I y� Q Z. W H 1 ` O.Um-1 ST. ? N m o HER I 6� 2' X 1.2' X .15' CHAIR RAIL_ CORNER ALUM PIATE 3/8 THREADED ROO 1� V ACCESS HOLE i r� ioi 1 C 3/8- Hln Ne.70efi2 ;o n ,2OF v dro.ing no. DOOR BOTTOM CORNER FL #18320 ��� s,,- t6of16